dynamic soil造句
例句與造句
- The characteristics of dynamic soil - structure interaction systems under dynamic loads are very complicated
土-結(jié)構(gòu)動力相互作用系統(tǒng),在動力荷載作用下的性態(tài)非常復(fù)雜。 - A remote sensing and gis based dynamic soil erosion monitoring system in the major soil erosion areas in upper jialingjiang watershed
長江上游重點水土流失區(qū)遙感動態(tài)監(jiān)測及泥沙輸移分析 - The objective of this paper is to investigate the analysis of dynamic soil - pile - cap machine system interaction in the background of the practical project
本文以實際工程項目為背景，研究土-樁-承臺?機器系統(tǒng)的動力相互作用。 - In this paper , shaking table tests of dynamic soil - structure interaction ( ssi ) system are designed and carried out
本文設(shè)汁實現(xiàn)了結(jié)構(gòu)-地基動力相互作用體系的振動臺試驗，通過試驗研究了動力相互：作用體系的地震動反應(yīng)的主要規(guī)律。 - Through experiments of static degradation and dynamic soil column , both purification efficiency of phenol and influences of reed wetland soil were studied
摘要用動態(tài)土柱法和靜態(tài)降解法研究了蘆葦濕地土壤對苯酚的凈化效果及其影響因素。 - It's difficult to find dynamic soil in a sentence. 用dynamic soil造句挺難的
- In this paper , the current status of dynamic soil - structure interaction researches is reviewed , and some suggestions for future studies in the field are proposed
對土-結(jié)構(gòu)動力相互作用問題的研究現(xiàn)狀進行了分析，并對該領(lǐng)域今后的研究工作提出了建議 - The nonlinear parameters of the complicated dynamic soil - box foundation - frame structure interaction system are inversed according to this nonlinear calculating model and this inversion method
利用非線性計算模型和變量分離的非線性參數(shù)擬合法,實現(xiàn)了復(fù)雜的土-箱型基礎(chǔ)-框架結(jié)構(gòu)相互作用系統(tǒng)的非線性參數(shù)反演。 - Last , the 2 - d lumped mass nonlinear model is established to simulate the dynamic soil - box foundation - frame structure interaction system , and the variables separated nonlinear parameters fitting method is proposed
最后,建立了土-箱型基礎(chǔ)-框架結(jié)構(gòu)相互作用系統(tǒng)的非線性計算模型,并提出了變量分離的非線性參數(shù)擬合法。 - First , based on a field large - scale dynamic soil - box foundation - frame structure interaction system in hunan university , a 3 - d finite element model and a 2 - d lumped mass model are established in this paper
本文針對湖南大學(xué)建立的野外大比例尺土-箱型基礎(chǔ)-框架結(jié)構(gòu)動力相互作用模型,首先建立了兩種分析計算模型:三維實體有限元模型和二維集中質(zhì)量模型。 - Through analyzing the data of a series of shaking table tests of dynamic soil - structure interaction ( ssi ) system with soft to hard soils , the transfer of earthquake wave in various ground soils is in vestigated
摘要通過對地基土質(zhì)從軟到硬的三個階段結(jié)構(gòu)地基動力相互作用體系振動臺模型試驗所取得數(shù)據(jù)的對比分析，討論了不同土性地基對地震波傳遞的影響。 - The model and the single period objective function inversion method can be used for linear physical and mechanical parameters inversion of the other dynamic soil - box foundation - frame structure interaction systems under top harmonic excitation
該計算模型和單周期目標函數(shù)反演方法,可用于其他土-箱型基礎(chǔ)-框架結(jié)構(gòu)動力相互作用系統(tǒng)在簡諧激振力下線性物理力學(xué)參數(shù)的反演。 - With the summarization of lots of interrelated references , the studying actuality and developing level which about soil - structure interaction are presented , and the analytical ways of dynamic soil - pile - superstructure interaction are summarized . the limitations , advantages and disadvantages existing in present researches are discussed too . then the basic research way and analyzing frame route related to upper - lower structural parts with piles in this paper is introduced
本文共分為七章,分別做了如下工作: 1 、通過對大量相關(guān)文獻的概括總結(jié),評述了國內(nèi)外開展土-結(jié)構(gòu)動力相互作用研究的現(xiàn)狀與發(fā)展水平,對地基-樁-上部結(jié)構(gòu)動力相互作用的方法進行了歸納總結(jié),分析了已有研究工作成果的局限性及優(yōu)缺點,提出了本文針對樁基上下部結(jié)構(gòu)體系所采用的理論和試驗研究途徑以及基本框架思路。 - So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions , and emphasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media . by use of theoretical analysis and test research , this dissertation tries to identify the dynamic interaction mechanism of soil - foundation - superstructure and it will provide engineering application with practical , and also offer theoretical basis and design suggestion for seismic design of dynamic soil - pile - superstructure interaction . the article is divided into seven chapters , as follows : 1
本文工作將圍繞地基-基礎(chǔ)-上部結(jié)構(gòu)共同作用這一課題作進一步探討,側(cè)重于水平地震作用下成層地基中的樁基-建筑物的動力相互作用特性研究,試圖通過理論分析和試驗研究,認識地基-基礎(chǔ)-上部結(jié)構(gòu)動力相互作用機理,為實踐應(yīng)用提供指導(dǎo),亦為考慮成層地基-樁基-上部結(jié)構(gòu)動力相互作用的抗震設(shè)計提供一定的理論依據(jù)和設(shè)計建議。